[1]杨俊芬,张涛,彭奕亮,等.Q690高强钢加强型相贯节点抗弯刚度试验研究[J].西安建筑科技大学学报:自然科学版,2015,47(01):39-45.[doi:10.15986/j.1006-7930.2015.01.008]
 YANG Junfen,ZHANG Tao,PENG Yiliang.Experimental study on flexural rigidity of Q690 high strength steel enhanced tubular joints[J].J.Xi’an Univ. of Arch. & Tech.:Natural Science Edition,2015,47(01):39-45.[doi:10.15986/j.1006-7930.2015.01.008]
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Q690高强钢加强型相贯节点抗弯刚度试验研究()
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西安建筑科技大学学报:自然科学版[ISSN:1006-7930/CN:61-1295/TU]

卷:
47
期数:
2015年01期
页码:
39-45
栏目:
出版日期:
2015-02-28

文章信息/Info

Title:
Experimental study on flexural rigidity of Q690 high strength steel enhanced tubular joints
文章编号:
1006-7930(2015)01-0039-07
作者:
杨俊芬;张涛;彭奕亮;
西安建筑科技大学土木工程学院;赛鼎工程有限公司;河南省电力勘测设计院;
Author(s):
YANG Junfen1 ZHANG Tao2 PENG Yiliang3
1. School of Civil Engineering, Xi’an University of Architecture and Technology, Xi’an 710055, China; 2. Sedin Engineering Co. Ltd., Taiyuan 030032, China; 3. Henan Electric Power Survey and Design Institute, Zhengzhou 450007, China
关键词:
Q690高强钢加强型相贯节点抗弯刚度半刚性变电构架
Keywords:
Q690 high strength steel enhanced tubular joints flexural rigidity semi-rigid substation truss
分类号:
TU392.3
DOI:
10.15986/j.1006-7930.2015.01.008
文献标志码:
A
摘要:
在钢管塔结构的设计中,节点刚度是重要参数,随着高强钢在变电构架中的应用,对高强钢相贯节点抗弯刚度的研究日趋重要.本文对Q690高强钢管相贯节点采用瓦形板加强、内隔环加强和内套筒加强的三种加强方式进行了试验研究,得出不同加强方式对节点刚度的影响,并以欧洲规范中节点初始刚度的判断准则分析了节点的刚度性能,得出对于采用Q690高强钢的人字柱加强型相贯节点不能按照刚性节点进行设计,而应作为半刚性节点进行设计;最后对瓦形板及内隔环对节点的作用机理进行了分析说明.
Abstract:
The joint stiffness is an important parameter in the design of steel tower structures. With the application of high strength steel in the substation frame structures, research on the flexural rigidity of the tubular joints that are made of high strength steel has become increasingly important. In this paper, an experiment study was conducted on three types of tubular joints which were enhanced by tile shaped plate, inner annular plate, and inner sleeve respectively, in order to get the influence of different reinforcement on the joint stiffness. By analyzing the different parameters of each enhanced method, the influence of various parameters on the joint stiffness was obtained. The stiffness performances of each joint were analyzed by the joint initial stiffness criterion specified in the European specification. The results show that the Q690 high strength steel enhanced tubular joints should not be taken as rigid joints in engineering design, but as semi-rigid joints. The action mechanism of tile shaped plate and inner annular plate on the tubular joint was explained at last.

参考文献/References:

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备注/Memo

备注/Memo:
收稿日期:2014-04-04 修改稿日期:2015-02-01
基金项目:住房和城乡建设部2014 年科学技术项目 (2014-K2-011);陕西省自然科学基础研究基金面上项目 (2014JM7244);陕西省教育厅专项科研计划项目 (2013JK0977)
作者简介:杨俊芬(1979-),女,副教授,博士,从事钢结构工程的研究和教学工作.E-mail: yangjfgm@xauat.edu.cn
更新日期/Last Update: 1900-01-01